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Small strain shear moduli of unsaturated natural and compacted loess

Autor
Ng, C.; Kaewsong, R.; Zhou, C.; Alonso, E.
Tipus d'activitat
Article en revista
Revista
Géotechnique
Data de publicació
2017-07
Volum
67
Número
7
Pàgina inicial
646
Pàgina final
651
DOI
https://doi.org/10.1680/jgeot.16.T.013 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/107245 Obrir en finestra nova
URL
http://www.icevirtuallibrary.com/doi/10.1680/jgeot.16.T.013 Obrir en finestra nova
Resum
Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these PDF files is subject to reprint fees. Suction and microstructure play critical roles in the mechanical behaviour of loess, yet their effects on small strain (from 0·001 to 1%) shear moduli are not fully understood. In this study, shear moduli of loess with different microstructures and at different suctions are investigated and reported. Suction-controlled triaxial tests were carried out on two co...
Citació
Ng, C., Kaewsong, R., Zhou, C., Alonso, E. Small strain shear moduli of unsaturated natural and compacted loess. "Géotechnique", Juliol 2017, vol. 67, núm. 7, p. 646-651.
Paraules clau
Fabric/structure Of Soils, Laboratory Tests, Stiffness, Suction
Grup de recerca
MSR - Mecànica del Sòls i de les Roques

Participants